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<br />e <br /> <br />e <br /> <br />e <br /> <br />Design Procedure Form: Constructed Wetland Basin (CWB) - Sedimentation r-aclIllY <br />Sheet 1 of 3 <br /> <br />Designer: <br /> <br />Company: <br /> <br />Date: <br />Project, <br /> <br />Location: <br /> <br />John Doe I, P.E. <br />CloseNufI Engineering, Inc. <br />August 30, 2000 <br />Heavenly Views omce Park - PPD#3 <br />Caslle Peaks, CO <br /> <br />1, Basin Storage Volume <br /> la = 53.00 % <br /> A) Tribulary Area's Imperviousness Ratio (I = 1,/100) i= )q;5$,' <br /> B) Contributing Watershed Area (Area) Area = 120.00 acres <br /> C) WSW ouality Capture Volume (WOCV) WoCV =/ 0:19 'Ii.watershed inches <br /> (WoCV =0.9 . (0.91 '13-1.19'1'" 0.78'1)) <br /> D) Design Volume: Vol = ryvoCV / 12) . Area Vol= ";',1;93'. ,:,:: acre-feet <br />2. Wetland Pond Volume, Depth, and Water Surface Area <br /> Calculated Reauired Minimums: <br /> A) Minimum Permanent Pool: Vol_ ~ 0.75 . Vol Volpoal~ :"1;~' ::"::acre-feet <br /> WS Area .........0;97.:...:, acres, estimated <br /> Enter the Actual Desian Values: <br /> VolpOl)l~ 1.50 acre-feet, final design <br /> WS Area 1.10 acres, final design <br /> B) Forebay (Volume ~ O.OS . Vol in 1 D) Volume= 0.10 acre-feet <br /> Depth minimum = 2.5', maximum = 4.0' Depth= 3.00 feet <br /> Area= P:033 ?:'~:acres, % = 3.03% <br /> C) Outlet Pool (Area> 0.06 . Design WS Area) Depth= 3.00 feet <br /> Depth minimum = 2.5', maximum::: 4.0' Area= 0.120 acres, % = 10.91% <br /> D) Wetland Zones with Emergent Vegetation ( 6" to 12" deep) Depth= 1.00 feet <br /> (Area = 50% to 70% of Design WS Area) Area= 0.600 acres, % = 54.55% <br /> E) Free Water Surface Areas ( 2' to 4' deep) Depth= 3.50 feet <br /> (Area = 30% to 50% of Design WS Area) Area= '...0,341. }' acres, % = 31.52% <br /> 100.00% <br />3 Average Side Slope Above Water Surface (4:1 or flatter) Z= 4.00 <br /> A) Depth of WoCV Surcharge (above permanent pool, 2' max.) 1:1 .;feet <br />4. Outlet Works <br /> A) Outlet Type (Check One) x Orifice Plate <br /> Perforated Riser Pipe <br /> Other: <br /> B) Depth at Outlet Above Lowest Perforation (H, 2' max.) H= .':.:'+.70 ".feet <br /> C) Required Maximum Outlet Area per Row, (A.,) A., = '.::;:.:.;$;08"". \~square inches <br /> D) Perforation Dimensions (Refer to Figure 5 in W.O. Sir. Del.): <br /> (Enter 0,", only): <br /> i) Circular Perforation Diameter OR 0= inches, OR <br /> ii) Z' Height Rectangular Perforation Width W= 4.54 inches <br /> <br />UCD Feb 2000 BMP-CASFM Sem-Examples-97, eWB <br />